JPH09132443A - Cement admixture - Google Patents
Cement admixtureInfo
- Publication number
- JPH09132443A JPH09132443A JP29235095A JP29235095A JPH09132443A JP H09132443 A JPH09132443 A JP H09132443A JP 29235095 A JP29235095 A JP 29235095A JP 29235095 A JP29235095 A JP 29235095A JP H09132443 A JPH09132443 A JP H09132443A
- Authority
- JP
- Japan
- Prior art keywords
- general formula
- formaldehyde
- cement admixture
- cement
- group
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000004568 cement Substances 0.000 title claims abstract description 59
- WSFSSNUMVMOOMR-UHFFFAOYSA-N Formaldehyde Chemical compound O=C WSFSSNUMVMOOMR-UHFFFAOYSA-N 0.000 claims abstract description 87
- GYZLOYUZLJXAJU-UHFFFAOYSA-N diglycidyl ether Chemical compound C1OC1COCC1CO1 GYZLOYUZLJXAJU-UHFFFAOYSA-N 0.000 claims abstract description 20
- 239000000178 monomer Substances 0.000 claims abstract description 14
- 150000004985 diamines Chemical class 0.000 claims abstract description 10
- 125000000217 alkyl group Chemical group 0.000 claims abstract description 8
- 125000005702 oxyalkylene group Chemical group 0.000 claims abstract description 8
- RAHZWNYVWXNFOC-UHFFFAOYSA-N Sulphur dioxide Chemical group O=S=O RAHZWNYVWXNFOC-UHFFFAOYSA-N 0.000 claims abstract description 5
- 150000001875 compounds Chemical class 0.000 claims description 37
- 229920000877 Melamine resin Polymers 0.000 claims description 15
- JDSHMPZPIAZGSV-UHFFFAOYSA-N melamine Chemical compound NC1=NC(N)=NC(N)=N1 JDSHMPZPIAZGSV-UHFFFAOYSA-N 0.000 claims description 15
- XSQUKJJJFZCRTK-UHFFFAOYSA-N Urea Chemical compound NC(N)=O XSQUKJJJFZCRTK-UHFFFAOYSA-N 0.000 claims description 10
- 239000004202 carbamide Substances 0.000 claims description 10
- 125000004432 carbon atom Chemical group C* 0.000 claims description 10
- 238000009833 condensation Methods 0.000 claims description 8
- 125000001174 sulfone group Chemical group 0.000 claims description 6
- ISWSIDIOOBJBQZ-UHFFFAOYSA-N Phenol Chemical compound OC1=CC=CC=C1 ISWSIDIOOBJBQZ-UHFFFAOYSA-N 0.000 claims description 5
- DWAQJAXMDSEUJJ-UHFFFAOYSA-M Sodium bisulfite Chemical compound [Na+].OS([O-])=O DWAQJAXMDSEUJJ-UHFFFAOYSA-M 0.000 claims description 5
- 235000010267 sodium hydrogen sulphite Nutrition 0.000 claims description 5
- GEHJYWRUCIMESM-UHFFFAOYSA-L sodium sulfite Chemical compound [Na+].[Na+].[O-]S([O-])=O GEHJYWRUCIMESM-UHFFFAOYSA-L 0.000 claims description 4
- HRZFUMHJMZEROT-UHFFFAOYSA-L sodium disulfite Chemical compound [Na+].[Na+].[O-]S(=O)S([O-])(=O)=O HRZFUMHJMZEROT-UHFFFAOYSA-L 0.000 claims description 3
- 235000010262 sodium metabisulphite Nutrition 0.000 claims description 3
- 125000001997 phenyl group Chemical group [H]C1=C([H])C([H])=C(*)C([H])=C1[H] 0.000 claims description 2
- 235000010265 sodium sulphite Nutrition 0.000 claims description 2
- HIFJUMGIHIZEPX-UHFFFAOYSA-N sulfuric acid;sulfur trioxide Chemical compound O=S(=O)=O.OS(O)(=O)=O HIFJUMGIHIZEPX-UHFFFAOYSA-N 0.000 claims description 2
- 235000010269 sulphur dioxide Nutrition 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 33
- -1 amine salt Chemical group 0.000 abstract description 27
- 230000002378 acidificating effect Effects 0.000 abstract description 8
- LSNNMFCWUKXFEE-UHFFFAOYSA-M Bisulfite Chemical compound OS([O-])=O LSNNMFCWUKXFEE-UHFFFAOYSA-M 0.000 abstract description 4
- 229910052783 alkali metal Inorganic materials 0.000 abstract description 2
- QGZKDVFQNNGYKY-UHFFFAOYSA-O Ammonium Chemical group [NH4+] QGZKDVFQNNGYKY-UHFFFAOYSA-O 0.000 abstract 1
- 150000001340 alkali metals Chemical group 0.000 abstract 1
- 239000000203 mixture Substances 0.000 description 33
- 238000006243 chemical reaction Methods 0.000 description 26
- 239000003638 chemical reducing agent Substances 0.000 description 19
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 description 18
- 230000000694 effects Effects 0.000 description 16
- 150000003839 salts Chemical class 0.000 description 15
- 238000004519 manufacturing process Methods 0.000 description 13
- 239000012615 aggregate Substances 0.000 description 11
- 238000000034 method Methods 0.000 description 10
- 238000004898 kneading Methods 0.000 description 9
- 239000000463 material Substances 0.000 description 9
- 239000002253 acid Substances 0.000 description 8
- 230000015572 biosynthetic process Effects 0.000 description 8
- 238000010992 reflux Methods 0.000 description 8
- 238000003786 synthesis reaction Methods 0.000 description 8
- 239000000047 product Substances 0.000 description 7
- 238000000926 separation method Methods 0.000 description 7
- 238000003756 stirring Methods 0.000 description 7
- QAOWNCQODCNURD-UHFFFAOYSA-N Sulfuric acid Chemical compound OS(O)(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-N 0.000 description 6
- 230000005494 condensation Effects 0.000 description 6
- 239000004570 mortar (masonry) Substances 0.000 description 6
- UFWIBTONFRDIAS-UHFFFAOYSA-N Naphthalene Chemical compound C1=CC=CC2=CC=CC=C21 UFWIBTONFRDIAS-UHFFFAOYSA-N 0.000 description 5
- 239000003795 chemical substances by application Substances 0.000 description 5
- 239000007788 liquid Substances 0.000 description 5
- 238000013268 sustained release Methods 0.000 description 5
- 239000012730 sustained-release form Substances 0.000 description 5
- 239000003513 alkali Substances 0.000 description 4
- 125000003178 carboxy group Chemical group [H]OC(*)=O 0.000 description 4
- 238000006482 condensation reaction Methods 0.000 description 4
- 230000007423 decrease Effects 0.000 description 4
- 239000002245 particle Substances 0.000 description 4
- 230000000704 physical effect Effects 0.000 description 4
- 229920003171 Poly (ethylene oxide) Polymers 0.000 description 3
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 3
- 239000002518 antifoaming agent Substances 0.000 description 3
- 229910001424 calcium ion Inorganic materials 0.000 description 3
- 230000000052 comparative effect Effects 0.000 description 3
- 239000006185 dispersion Substances 0.000 description 3
- 125000000524 functional group Chemical group 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 239000011396 hydraulic cement Substances 0.000 description 3
- 239000012299 nitrogen atmosphere Substances 0.000 description 3
- 229920001515 polyalkylene glycol Polymers 0.000 description 3
- 238000005086 pumping Methods 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- IIACRCGMVDHOTQ-UHFFFAOYSA-N sulfamic acid Chemical compound NS(O)(=O)=O IIACRCGMVDHOTQ-UHFFFAOYSA-N 0.000 description 3
- 150000003460 sulfonic acids Chemical class 0.000 description 3
- 229920006163 vinyl copolymer Polymers 0.000 description 3
- YSUQLAYJZDEMOT-UHFFFAOYSA-N 2-(butoxymethyl)oxirane Chemical compound CCCCOCC1CO1 YSUQLAYJZDEMOT-UHFFFAOYSA-N 0.000 description 2
- BHPQYMZQTOCNFJ-UHFFFAOYSA-N Calcium cation Chemical compound [Ca+2] BHPQYMZQTOCNFJ-UHFFFAOYSA-N 0.000 description 2
- LYCAIKOWRPUZTN-UHFFFAOYSA-N Ethylene glycol Chemical compound OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 description 2
- 239000011398 Portland cement Substances 0.000 description 2
- 150000001491 aromatic compounds Chemical class 0.000 description 2
- 239000007859 condensation product Substances 0.000 description 2
- 238000001816 cooling Methods 0.000 description 2
- 150000001990 dicarboxylic acid derivatives Chemical class 0.000 description 2
- RRDQTXGFURAKDI-UHFFFAOYSA-N formaldehyde;naphthalene-2-sulfonic acid Chemical class O=C.C1=CC=CC2=CC(S(=O)(=O)O)=CC=C21 RRDQTXGFURAKDI-UHFFFAOYSA-N 0.000 description 2
- 125000003827 glycol group Chemical group 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- WSFSSNUMVMOOMR-NJFSPNSNSA-N methanone Chemical compound O=[14CH2] WSFSSNUMVMOOMR-NJFSPNSNSA-N 0.000 description 2
- 230000003472 neutralizing effect Effects 0.000 description 2
- 150000002894 organic compounds Chemical class 0.000 description 2
- 229920002523 polyethylene Glycol 1000 Polymers 0.000 description 2
- 230000009257 reactivity Effects 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 230000002194 synthesizing effect Effects 0.000 description 2
- WHOZNOZYMBRCBL-OUKQBFOZSA-N (2E)-2-Tetradecenal Chemical compound CCCCCCCCCCC\C=C\C=O WHOZNOZYMBRCBL-OUKQBFOZSA-N 0.000 description 1
- WURBVZBTWMNKQT-UHFFFAOYSA-N 1-(4-chlorophenoxy)-3,3-dimethyl-1-(1,2,4-triazol-1-yl)butan-2-one Chemical compound C1=NC=NN1C(C(=O)C(C)(C)C)OC1=CC=C(Cl)C=C1 WURBVZBTWMNKQT-UHFFFAOYSA-N 0.000 description 1
- WTFAGPBUAGFMQX-UHFFFAOYSA-N 1-[2-[2-(2-aminopropoxy)propoxy]propoxy]propan-2-amine Chemical compound CC(N)COCC(C)OCC(C)OCC(C)N WTFAGPBUAGFMQX-UHFFFAOYSA-N 0.000 description 1
- BBBUAWSVILPJLL-UHFFFAOYSA-N 2-(2-ethylhexoxymethyl)oxirane Chemical compound CCCCC(CC)COCC1CO1 BBBUAWSVILPJLL-UHFFFAOYSA-N 0.000 description 1
- SMZOUWXMTYCWNB-UHFFFAOYSA-N 2-(2-methoxy-5-methylphenyl)ethanamine Chemical compound COC1=CC=C(C)C=C1CCN SMZOUWXMTYCWNB-UHFFFAOYSA-N 0.000 description 1
- LKMJVFRMDSNFRT-UHFFFAOYSA-N 2-(methoxymethyl)oxirane Chemical compound COCC1CO1 LKMJVFRMDSNFRT-UHFFFAOYSA-N 0.000 description 1
- YHJMTQBGEOZGGH-UHFFFAOYSA-N 2-(nonan-2-yloxymethyl)oxirane Chemical compound C(C1CO1)OC(CCCCCCC)C YHJMTQBGEOZGGH-UHFFFAOYSA-N 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N 2-Propenoic acid Natural products OC(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- WAPRZVXVTPSWEB-UHFFFAOYSA-N 2-[(2-butan-2-ylphenoxy)methyl]oxirane Chemical compound CCC(C)C1=CC=CC=C1OCC1OC1 WAPRZVXVTPSWEB-UHFFFAOYSA-N 0.000 description 1
- QTWJRLJHJPIABL-UHFFFAOYSA-N 2-methylphenol;3-methylphenol;4-methylphenol Chemical compound CC1=CC=C(O)C=C1.CC1=CC=CC(O)=C1.CC1=CC=CC=C1O QTWJRLJHJPIABL-UHFFFAOYSA-N 0.000 description 1
- 239000009261 D 400 Substances 0.000 description 1
- IAYPIBMASNFSPL-UHFFFAOYSA-N Ethylene oxide Chemical compound C1CO1 IAYPIBMASNFSPL-UHFFFAOYSA-N 0.000 description 1
- CTKINSOISVBQLD-UHFFFAOYSA-N Glycidol Chemical compound OCC1CO1 CTKINSOISVBQLD-UHFFFAOYSA-N 0.000 description 1
- DGAQECJNVWCQMB-PUAWFVPOSA-M Ilexoside XXIX Chemical compound C[C@@H]1CC[C@@]2(CC[C@@]3(C(=CC[C@H]4[C@]3(CC[C@@H]5[C@@]4(CC[C@@H](C5(C)C)OS(=O)(=O)[O-])C)C)[C@@H]2[C@]1(C)O)C)C(=O)O[C@H]6[C@@H]([C@H]([C@@H]([C@H](O6)CO)O)O)O.[Na+] DGAQECJNVWCQMB-PUAWFVPOSA-M 0.000 description 1
- 229920001732 Lignosulfonate Polymers 0.000 description 1
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 1
- CERQOIWHTDAKMF-UHFFFAOYSA-N Methacrylic acid Chemical compound CC(=C)C(O)=O CERQOIWHTDAKMF-UHFFFAOYSA-N 0.000 description 1
- FQYUMYWMJTYZTK-UHFFFAOYSA-N Phenyl glycidyl ether Chemical compound C1OC1COC1=CC=CC=C1 FQYUMYWMJTYZTK-UHFFFAOYSA-N 0.000 description 1
- ZLMJMSJWJFRBEC-UHFFFAOYSA-N Potassium Chemical compound [K] ZLMJMSJWJFRBEC-UHFFFAOYSA-N 0.000 description 1
- GOOHAUXETOMSMM-UHFFFAOYSA-N Propylene oxide Chemical compound CC1CO1 GOOHAUXETOMSMM-UHFFFAOYSA-N 0.000 description 1
- MBHRHUJRKGNOKX-UHFFFAOYSA-N [(4,6-diamino-1,3,5-triazin-2-yl)amino]methanol Chemical compound NC1=NC(N)=NC(NCO)=N1 MBHRHUJRKGNOKX-UHFFFAOYSA-N 0.000 description 1
- 229910052784 alkaline earth metal Inorganic materials 0.000 description 1
- 238000005904 alkaline hydrolysis reaction Methods 0.000 description 1
- 150000003863 ammonium salts Chemical class 0.000 description 1
- 230000002421 anti-septic effect Effects 0.000 description 1
- 239000011400 blast furnace cement Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007334 copolymerization reaction Methods 0.000 description 1
- 229930003836 cresol Natural products 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- ZBCBWPMODOFKDW-UHFFFAOYSA-N diethanolamine Chemical class OCCNCCO ZBCBWPMODOFKDW-UHFFFAOYSA-N 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 150000002169 ethanolamines Chemical class 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- NVVZQXQBYZPMLJ-UHFFFAOYSA-N formaldehyde;naphthalene-1-sulfonic acid Chemical compound O=C.C1=CC=C2C(S(=O)(=O)O)=CC=CC2=C1 NVVZQXQBYZPMLJ-UHFFFAOYSA-N 0.000 description 1
- 238000001879 gelation Methods 0.000 description 1
- 239000010438 granite Substances 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 230000007062 hydrolysis Effects 0.000 description 1
- 238000006460 hydrolysis reaction Methods 0.000 description 1
- 230000002209 hydrophobic effect Effects 0.000 description 1
- 125000002887 hydroxy group Chemical group [H]O* 0.000 description 1
- 229910017053 inorganic salt Inorganic materials 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 229920005610 lignin Polymers 0.000 description 1
- 229910052749 magnesium Inorganic materials 0.000 description 1
- 239000011777 magnesium Substances 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000006386 neutralization reaction Methods 0.000 description 1
- 125000004430 oxygen atom Chemical group O* 0.000 description 1
- 238000010979 pH adjustment Methods 0.000 description 1
- 229920002866 paraformaldehyde Polymers 0.000 description 1
- 239000006072 paste Substances 0.000 description 1
- 229940044654 phenolsulfonic acid Drugs 0.000 description 1
- 229920001451 polypropylene glycol Polymers 0.000 description 1
- 229910052700 potassium Inorganic materials 0.000 description 1
- 239000011591 potassium Substances 0.000 description 1
- 230000003405 preventing effect Effects 0.000 description 1
- 230000003449 preventive effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000011541 reaction mixture Substances 0.000 description 1
- 230000000979 retarding effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 229910052708 sodium Inorganic materials 0.000 description 1
- 239000011734 sodium Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- LSNNMFCWUKXFEE-UHFFFAOYSA-L sulfite Chemical compound [O-]S([O-])=O LSNNMFCWUKXFEE-UHFFFAOYSA-L 0.000 description 1
- 125000000020 sulfo group Chemical group O=S(=O)([*])O[H] 0.000 description 1
- 230000001629 suppression Effects 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/16—Sulfur-containing compounds
- C04B24/20—Sulfonated aromatic compounds
- C04B24/22—Condensation or polymerisation products thereof
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B24/00—Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
- C04B24/12—Nitrogen containing compounds organic derivatives of hydrazine
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Compositions Of Macromolecular Compounds (AREA)
Abstract
Description
【発明の詳細な説明】Detailed Description of the Invention
【0001】[0001]
【発明の属する技術分野】本発明は、セメントまたはセ
メント組成物の混和剤に関するものであり、詳しくはセ
メントペースト、モルタル、コンクリート等の水硬性セ
メント組成物を混練する際に添加し、そのワーカビリテ
ィーを改良するセメント用混和剤に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an admixture for a cement or a cement composition, and more particularly, to the addition of a hydraulic cement composition such as a cement paste, mortar, concrete or the like when kneading to improve the workability. The present invention relates to a cement admixture to be improved.
【0002】[0002]
【従来の技術】従来、セメントに添加される有機化合
物、特にセメント減水剤としては、各種のものが知られ
ている。代表的なものとしては、β−ナフタレンスルホ
ン酸ホルムアルデヒド高縮合物の塩、メラミンスルホン
酸ホルムアルデヒド縮合物の塩、リグニンスルホン酸
塩、オキシカルボン酸、アミノスルホン酸塩の縮合物な
どが知られている。これらの化合物をセメント、水、骨
材からなる混練物に添加すると、混練時の水量を減少さ
せても充分なワーカビリティーが得られる。そのため作
業性が向上するという利点があり、また水セメント比を
小さくできることからセメントペースト、モルタル、コ
ンクリート等の水硬性セメント組成物の強度増強に役立
っている。2. Description of the Related Art Conventionally, various kinds of organic compounds, especially cement water reducing agents, added to cement are known. As typical ones, salts of β-naphthalene sulfonic acid formaldehyde high condensation product, melamine sulfonic acid formaldehyde condensation product, lignin sulfonate, oxycarboxylic acid, amino sulfonate condensate, etc. are known. . When these compounds are added to a kneaded product composed of cement, water and aggregate, sufficient workability can be obtained even if the amount of water during kneading is reduced. Therefore, there is an advantage that workability is improved, and since the water-cement ratio can be reduced, it is useful for enhancing the strength of a hydraulic cement composition such as cement paste, mortar, and concrete.
【0003】しかしながら、一般にセメントペースト、
モルタル、コンクリート等の水硬性セメント組成物は、
混練後の時間の経過とともに、流動性が失われる。この
現象は前記のセメント減水剤として添加される有機化合
物を用いた場合、特に高性能減水剤として代表的なβ−
ナフタレンスルホン酸ホルムアルデヒド高縮合物の塩等
を用いた場合は顕著であり、コンクリートの配合によっ
ては、混練後30分を経過しないうちにスランプが半分
以下になる現象が認められる。このスランプロスが大き
いという現象によって、以下のような問題点が発生す
る。すなわち、実施工上はコンクリート組成物をポンプ
圧送する場合があるが、その時に休憩時間や各種トラブ
ルで圧送を一時的に中断した際、再開時に圧送圧が急激
に増大したり、場合によってはポンプや配管が閉塞する
ことがある。また、流動性が低下しているが為に、型枠
内で充分に締め固められなく、欠陥部が発生することが
ある。[0003] However, in general, cement paste,
Mortar, hydraulic cement composition such as concrete,
With the passage of time after kneading, the fluidity is lost. This phenomenon occurs when the organic compound added as the cement water reducing agent is used, and particularly, β-
This is remarkable when a salt of a highly condensed naphthalenesulfonic acid formaldehyde or the like is used, and depending on the composition of the concrete, a phenomenon in which the slump is reduced to half or less within 30 minutes after kneading is observed. Due to the phenomenon that the slump loss is large, the following problems occur. In other words, the concrete composition may be pumped by pumping concrete, but if the pumping is temporarily interrupted due to a break time or various troubles at that time, the pumping pressure may suddenly increase when resuming, And piping may be blocked. Also, due to reduced fluidity, the compact may not be sufficiently compacted in the mold and a defective portion may be generated.
【0004】スランプロスを抑制するために、過去に様
々な減水剤が開発されている。例えば、コンクリート中
のアルカリで官能基が解離するもの、いわゆる徐放型の
高性能減水剤(特公昭63−5346号公報)が知られ
ている。また、アルカリ中で加水分解されることにより
新たに官能基が出現し、スランプロスを抑制する水溶性
ビニル共重合体類(特公平6−60042号公報)も知
られている。さらには分子鎖の立体障害によりスランプ
を保持する目的で、不飽和結合を有するポリアルキレン
グリコールモノエステル系単量体と(メタ)アクリル酸
系単量体及び/または不飽和ジカルボン酸系単量体との
共重合物類(特公昭59−18338号公報、特公平2
−7897号公報、特公平2−7898号公報、特公平
2−7901号公報、特公平2−8983号公報、特公
平2−11542号公報、特公平5−11057号公
報、特公平6−88817号公報)等の水溶性ビニル共
重合体(これらを総称してポリカルボン酸系と以下に述
べる)が挙げられる。さらには、芳香族化合物にポリア
ルキレングリコール鎖を導入した縮合体(特開平6−3
40459号公報)も最近開発されている。In order to suppress slump loss, various water reducing agents have been developed in the past. For example, a substance in which the functional group is dissociated by an alkali in concrete, a so-called sustained-release high-performance water reducing agent (Japanese Patent Publication No. 63-5346) is known. Further, a water-soluble vinyl copolymer (Japanese Patent Publication No. 6-60042) is known, in which a new functional group appears by being hydrolyzed in an alkali and suppresses slump loss. Further, for the purpose of maintaining a slump due to steric hindrance of a molecular chain, a polyalkylene glycol monoester monomer having an unsaturated bond and a (meth) acrylic acid monomer and / or an unsaturated dicarboxylic acid monomer (JP-B-59-18338, JP-B-2)
JP-B-7897, JP-B-2-7898, JP-B-2-7901, JP-B-2-8983, JP-B2-111542, JP-B5-111057, and JP-B6-88817. And water-soluble vinyl copolymers (these are generically referred to as polycarboxylic acid type). Further, a condensate in which a polyalkylene glycol chain is introduced into an aromatic compound (Japanese Patent Laid-Open No. 6-3 / 1994)
No. 40459) has also been recently developed.
【0005】[0005]
【発明が解決しようとする課題】しかしながら、これら
の化合物は優れた流動効果を示す反面、各種の問題点を
有している。まず、コンクリート中のアルカリと作用す
る徐放型の高性能減水剤やアルカリ加水分解されて新た
に官能基を補充しスランプロスを抑制する水溶性ビニル
共重合体類の場合、カルボキシル基が経時で現れてく
る。このカルボキシル基はカルシウムイオンとの結合力
が大きい。それ故に、これらの化合物はセメント中のカ
ルシウムイオンを捕捉し、硬化遅延が大きくなるという
問題点がある。However, while these compounds show an excellent flow effect, they have various problems. First, in the case of sustained-release type high-performance water reducing agents that act with alkali in concrete and water-soluble vinyl copolymers that are newly hydrolyzed to replenish functional groups and suppress slump loss, the carboxyl groups will change over time. Will appear. This carboxyl group has a strong binding force with calcium ions. Therefore, these compounds have a problem in that they capture calcium ions in the cement and increase the setting delay.
【0006】さらには、分子内にオキシアルキレン鎖を
有するポリカルボン酸系は、空気連行性が大きく、コン
クリート中の空気量を調節することが難しい。現実には
消泡剤を使用して空気量をコントロールしているが、コ
ンクリートミキサーでの混練条件やミキサー車のアジテ
ーター条件や搬送時間により、大きく空気量が変動し、
使用しにくいという問題点がある。さらには、(メタ)
アクリル酸系単量体及び/または不飽和ジカルボン酸系
単量体を用いて共重合しているため、これらの化合物中
の分子内にカルボキシル基を有するが為に、その組成比
により、硬化遅延が大きくなるという問題点がある。す
なわち、セメントモルタルやコンクリートの初期強度が
低下する。更には、スランプの大きい、すなわち、柔ら
かいモルタル或いはコンクリートを使用する場合には材
料分離を引き起こす場合があり、問題となっている。Furthermore, a polycarboxylic acid having an oxyalkylene chain in the molecule has high air entrainment, and it is difficult to control the amount of air in concrete. In reality, the amount of air is controlled using an antifoaming agent, but the amount of air fluctuates greatly depending on the kneading conditions in the concrete mixer, the agitator conditions of the mixer truck, and the transport time,
There is a problem that it is difficult to use. Furthermore, (meta)
Since copolymerization is carried out using acrylic acid-based monomers and / or unsaturated dicarboxylic acid-based monomers, these compounds have a carboxyl group in the molecule. However, there is a problem that is increased. That is, the initial strength of the cement mortar or concrete decreases. In addition, when a large slump is used, that is, when soft mortar or concrete is used, material separation may occur, which is a problem.
【0007】また、芳香族化合物にポリアルキレングリ
コール鎖を導入した縮合体に関しては、分子内にオキシ
アルキレン鎖を有するポリカルボン酸系並の流動効果が
認められないという問題点がある。Further, a condensate in which a polyalkylene glycol chain is introduced into an aromatic compound has a problem that a flow effect similar to that of a polycarboxylic acid having an oxyalkylene chain in a molecule cannot be recognized.
【0008】[0008]
【課題を解決するための手段】本発明者らはこれらの問
題点を解決するために、鋭意検討した結果、ある特定分
子構造をもつ共縮合体が著しい硬化遅延を起こすことな
く、優れた分散効果とスランプ保持効果を示し、更に顕
著な材料分離抵抗性を有することを見い出し、本発明を
なすに至った。The inventors of the present invention have conducted extensive studies in order to solve these problems, and as a result, have found that a cocondensate having a certain specific molecular structure does not cause a significant delay in curing and exhibits excellent dispersion. The present invention has been completed by showing the effect and the slump holding effect and further having the remarkable material separation resistance.
【0009】即ち、本発明はポリオキシアルキレンジア
ミンへのグリシジルエーテル付加物(A)と、ポリオキ
シアルキレンジアミンへのグリシジルエーテル付加物
(A)とホルムアルデヒド共縮合が可能な単量体(B)
とスルホン基を生成する化合物(C)及びホルムアルデ
ヒドを含む共縮合体からなるセメント混和剤に関する。That is, the present invention provides a glycidyl ether adduct (A) to a polyoxyalkylene diamine, a glycidyl ether adduct (A) to a polyoxyalkylene diamine, and a monomer (B) capable of co-condensing formaldehyde.
And a cement admixture comprising a co-condensate containing a compound (C) that forms a sulfonic group and formaldehyde.
【0010】[0010]
【発明の実施の形態】以下に、本発明を詳細に説明す
る。 一般式(l) ここで、R1 :炭素数1〜5のアルキル基 R2 :H、炭素数1〜10のアルキル基、フェニル基 AO、BO:炭素数2〜5のオキシアルキレン基 AO、BOは、ブロック及び/またはランダム m、n:0〜100の整数。但し、100≧m+n≧4 で表せられる化合物は、ポリオキシエチレンジアミン、
ポリオキシプロピレンジアミン、ポリオキシエチレンオ
キシプロピレンジアミン等のポリオキシアルキレンジア
ミン類への、グリシドール、メチルグリシジルエーテ
ル、ブチルグリシジルエーテル、フェニルグリシジルエ
ーテル、2−エチルヘキシルグリシジルエーテル、2−
メチルオクチルグリシジルエーテル、sec−ブチルフ
ェノールグリシジルエーテル等のグリシジルエーテル類
付加物である。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail. General formula (l) Here, R 1 : an alkyl group having 1 to 5 carbon atoms R 2 : H, an alkyl group having 1 to 10 carbon atoms, a phenyl group AO, BO: an oxyalkylene group having 2 to 5 carbon atoms AO and BO are a block and / Or random m, n: an integer of 0 to 100. However, the compound represented by 100 ≧ m + n ≧ 4 is polyoxyethylenediamine,
Glycidol, methyl glycidyl ether, butyl glycidyl ether, phenyl glycidyl ether, 2-ethylhexyl glycidyl ether, 2-to polyoxyalkylene diamines such as polyoxypropylene diamine and polyoxyethylene oxypropylene diamine
Glycidyl ether adducts such as methyl octyl glycidyl ether and sec-butylphenol glycidyl ether.
【0011】ポリオキシアルキレンジアミン類のオキシ
アルキレン部分は炭素数2〜5のものが好ましい。炭素
数が5を超えると水溶性が低下し、共縮合が困難となる
ばかりではなく、優れた流動効果が得られなくなり好ま
しくない。このオキシアルキレンは1種類でも良いが、
2種類以上のオキシアルキレンがブロックまたはランダ
ムに結合しているものでも良い。繰り返し単位として
は、好ましくは4〜100個であり、さらに好ましくは
7〜70個が好適である。この繰り返し単位が4個未満
では、得られるセメント混和剤の流動効果が充分でな
く、またスランプロス抑制効果が充分でない場合があり
好ましくない。また、100個を超えると、共縮合がう
まく進まない場合があり好ましくない。The oxyalkylene portion of the polyoxyalkylenediamines preferably has 2 to 5 carbon atoms. If the number of carbon atoms exceeds 5, the water solubility decreases, and not only cocondensation becomes difficult, but also an excellent flow effect cannot be obtained, which is not preferable. This oxyalkylene may be one type,
Two or more kinds of oxyalkylene may be bonded in a block or random manner. The number of repeating units is preferably 4 to 100, and more preferably 7 to 70. If the number of repeating units is less than 4, the resulting cement admixture may not have sufficient flow effect and may not have sufficient slump loss suppression effect, which is not preferable. Further, if the number exceeds 100, the cocondensation may not proceed well, which is not preferable.
【0012】また、グリシジルエーテル類の内のアルキ
ルグリシジルエーテル類の場合のアルキル部分の炭素数
は1〜10が好ましく、更に好ましくは、1〜6がより
好適である。炭素数が10を超えるとアルキルグリシジ
ルエーテル類を用いた場合、得られた付加物を用いてホ
ルムアルデヒド共縮合物を製造してセメント混和剤とし
て用いても、疎水性部分が大きい為か充分な流動効果が
得られないので好ましくない。In the case of alkyl glycidyl ethers among the glycidyl ethers, the number of carbon atoms in the alkyl moiety is preferably 1-10, more preferably 1-6. When the number of carbon atoms exceeds 10, when alkyl glycidyl ethers are used, even if a formaldehyde co-condensate is produced using the obtained adduct and used as a cement admixture, the hydrophobic part is large, so sufficient flowability is obtained. It is not preferable because the effect cannot be obtained.
【0013】この一般式(l)で表せられるポリオキシ
アルキレンジアミンへのグリシジルエーテル付加物
(A)は、公知の方法で得る事ができる。すなわち、例
えば撹拌機、温度計、還流管、滴下漏斗のついた容器内
で窒素雰囲気下において、撹拌下にあるポリオキシアル
キレンジアミン中にグリシジルエーテルを滴下し、50
〜90℃で1〜10時間反応させることにより容易に得
ることができる。その際のグリシジルエーテルの添加量
は、ポリオキシアルキレンジアミン類が有する4個の末
端の活性酸素のうち1個と結合するモル数、もしくは若
干の過剰量を加えることが好ましい。The glycidyl ether adduct (A) to the polyoxyalkylenediamine represented by the general formula (1) can be obtained by a known method. That is, for example, in a container equipped with a stirrer, a thermometer, a reflux pipe, and a dropping funnel, under a nitrogen atmosphere, glycidyl ether is added dropwise to the polyoxyalkylenediamine under stirring, and 50
It can be easily obtained by reacting at ˜90 ° C. for 1 to 10 hours. The amount of glycidyl ether added at this time is preferably the number of moles bonded to one of the four active oxygen atoms at the terminals of the polyoxyalkylenediamine, or a slight excess amount.
【0014】この一般式(l)で表せられる化合物の添
加する工程は、ホルムアルデヒド共縮合物の製造反応開
始時に予め反応装置内に仕込んでおいても良いし、pH
を弱酸性領域の条件でホルムアルデヒド共縮合反応させ
る場合はpH調整する直前及び直後に添加しても良い。The step of adding the compound represented by the general formula (1) may be preliminarily charged in the reaction apparatus at the start of the reaction for producing the formaldehyde cocondensate, or the pH may be adjusted.
When is subjected to the formaldehyde co-condensation reaction under the condition of a weakly acidic region, it may be added immediately before or immediately after the pH adjustment.
【0015】また、一般式(l)で表せられる化合物は
1種類以上組み合わせて使用することができる。さらに
は、その添加量は、ポリオキシアルキレンジアミンへの
グリシジルエーテル付加物(A)とホルムアルデヒド共
縮合が可能な単量体(B)1モルに対して、0.005
〜0.5モルが好ましく、0.01〜0.35モルがよ
り好ましい。一般式(l)で表せられる化合物が、0.
005モル未満では、スランプロス抑制効果の発現が少
なく好ましくない。また、0.5モルを超えると反応を
制御するのが難しくなり、さらには経済的に不利になる
ために好ましくない。The compounds represented by the general formula (1) can be used in combination of one or more kinds. Furthermore, the addition amount thereof is 0.005 with respect to 1 mol of the monomer (B) capable of co-condensing the glycidyl ether adduct (A) with polyoxyalkylenediamine.
Is preferably 0.5 to 0.5 mol, more preferably 0.01 to 0.35 mol. The compound represented by the general formula (1) is
When it is less than 005 mol, the slump loss suppressing effect is not sufficiently exhibited, which is not preferable. Further, if it exceeds 0.5 mol, it becomes difficult to control the reaction, and further it becomes economically disadvantageous, which is not preferable.
【0016】ポリオキシアルキレンジアミンとホルムア
ルデヒド共縮合が可能な単量体(B)としては、一般式
(ll) で表せられる化合物、すなわち、メラミン、メチロール
基含有メラミン、スルホメチル基含有メラミン等を用い
ることができる。スルホメチル基含有メラミンの場合
は、その塩類も用いることができる。塩類としては、無
機塩類、すなわち、カリウム、ナトリウム、マグネシウ
ム等のアルカリ金属塩類またはアルカリ土類金属塩類、
または有機塩類、すなわち、アンモニウム塩、モノエタ
ノールアミン塩、ジエタノールアミン塩等も用いること
ができる。The monomer (B) capable of co-condensing polyoxyalkylenediamine and formaldehyde is represented by the general formula (11) Compounds represented by, that is, melamine, methylol group-containing melamine, sulfomethyl group-containing melamine, and the like can be used. In the case of sulphomethyl group-containing melamine, salts thereof can also be used. Salts include inorganic salts, i.e., alkali metal salts or alkaline earth metal salts such as potassium, sodium, and magnesium;
Alternatively, organic salts, that is, ammonium salts, monoethanolamine salts, diethanolamine salts, and the like can also be used.
【0017】また、その他として、一般式(lll) で表せられる化合物、すなわち、フェノール、クレゾー
ル、p−t−ブチルフェノール、p−t−アミルフェノ
ール等のアルキルフェノール類、またはそのスルホン酸
類もしくはスルホン酸の塩類等を用いることができる。
塩類としては、一般式(ll)と同様に、その無機塩類
や有機塩類も用いることができる。なかでも、フェノー
ル、またはフェノールスルホン酸及びその塩類が経済的
にも反応性からも好ましい。Further, in addition, as a general formula (lll) The compound represented by, that is, alkylphenols such as phenol, cresol, pt-butylphenol, and pt-amylphenol, or their sulfonic acids or salts of sulfonic acids can be used.
As the salt, an inorganic salt or an organic salt thereof can be used as in the case of the general formula (11). Of these, phenol, phenolsulfonic acid and salts thereof are preferable from the economical and reactivity viewpoints.
【0018】さらには、一般式(lV) で表せられる化合物、すなわち、尿素、メチロール基含
有尿素、スルホメチル基含有尿素も用いることができ
る。スルホメチル基含有尿素の場合は、一般式(ll)
と同様にその無機塩類や有機塩類も用いることができ
る。Further, the general formula (IV) The compound represented by, that is, urea, methylol group-containing urea, and sulfomethyl group-containing urea can also be used. In the case of urea containing a sulfomethyl group, the general formula (11)
Inorganic salts and organic salts thereof can be used as well.
【0019】尚、本発明においては、一般式(ll)、
一般式(lll)、一般式(lV)の1種類以上の単量
体を組み合わせて用いることができるが、一般式(l
l)を用いることが経済的にも反応性からも好ましい。In the present invention, the general formula (11),
One or more kinds of the monomers represented by the general formula (lll) and the general formula (lv) can be used in combination.
It is preferable to use 1) from the viewpoint of economy and reactivity.
【0020】スルホン基を生成する化合物(C)として
は、亜硫酸ナトリウム、重亜硫酸ナトリウム、ピロ亜硫
酸ナトリウム、二酸化硫黄、発煙硫酸等の公知のスルホ
ン化剤を用いることができる。これらのスルホン化剤
は、予め一般式(ll)、一般式(lV)の相当とする
原料にスルホメチル基を導入する際に用いても良いし、
ホルムアルデヒドによる共縮合体を合成したのちに作用
させて、共縮合体に直接スルホメチル基を導入しても良
い。As the compound (C) which forms a sulfone group, known sulfonating agents such as sodium sulfite, sodium bisulfite, sodium pyrosulfite, sulfur dioxide and fuming sulfuric acid can be used. These sulfonating agents may be used when introducing a sulfomethyl group into a corresponding raw material of the general formula (11) or the general formula (IV) in advance,
The sulfomethyl group may be directly introduced into the cocondensate by acting after synthesizing the cocondensate with formaldehyde.
【0021】メラミンにスルホメチル基を導入する方法
は、公知の方法で行うことができる。即ち、メラミンに
ホルムアルデヒドを付加縮合させ、メチロールメラミン
としたのちに、スルホン化剤を作用させ、水酸基と入れ
換えることにより導入することが可能である。メラミン
1モルには、6モルのホルムアルデヒドがメチロール基
として付加縮合することが知られている。本発明におい
ては、2モル分のメチロール基は共縮合に用いられる可
能性が高いので、最大は残りの4モル分のメチロール基
にスルホメチル基の導入が可能である。経済的な面及び
得られる共縮合物の流動効果を考慮すると、スルホメチ
ル基の導入量は0.3〜4モルが好ましく、0.5〜2
モルの導入がより好ましい。The sulfomethyl group can be introduced into melamine by a known method. That is, it can be introduced by addition-condensing melamine with formaldehyde to obtain methylolmelamine, and then actuating a sulfonating agent to replace it with a hydroxyl group. It is known that 1 mol of melamine is subjected to addition condensation of 6 mol of formaldehyde as a methylol group. In the present invention, since 2 moles of methylol groups are likely to be used for cocondensation, sulfomethyl groups can be introduced into the remaining 4 moles of methylol groups at the maximum. Considering the economical aspect and the flow effect of the obtained cocondensate, the amount of the sulfomethyl group introduced is preferably 0.3 to 4 mol, and 0.5 to 2
More preferred is the introduction of moles.
【0022】尿素にスルホメチル基を導入する場合も同
様であり、尿素1モル当たり0.3〜2モルの導入量が
好ましく、0.5〜1.5モルの導入がさらに好まし
い。これらのホルムアルデヒド共縮合体を合成するにあ
たって用いられるホルムアルデヒドは、通常30〜60
重量%の濃度のものを用いることが可能である。さらに
は、必要に応じて、パラホルムを併用することも可能で
ある。このホルムアルデヒドの使用量は、ポリオキシア
ルキレンジアミンへのグリシジルエーテル付加物(A)
とホルムアルデヒド共縮合が可能な単量体(B)の総モ
ル数の1〜6倍モル用いることが好ましい。経済性や縮
合反応の容易さ等を考慮すると1.5〜4倍モルを用い
ることがより好ましい。The same applies to the case of introducing a sulfomethyl group into urea, preferably 0.3 to 2 mol, and more preferably 0.5 to 1.5 mol, per mol of urea. The formaldehyde used in synthesizing these formaldehyde cocondensates is usually 30 to 60.
It is possible to use a concentration of weight%. Further, if necessary, paraform can be used in combination. The amount of formaldehyde used is the glycidyl ether addition product (A) to polyoxyalkylenediamine.
It is preferable to use 1 to 6 times the total number of moles of the monomer (B) capable of co-condensing with formaldehyde. In consideration of economy, ease of the condensation reaction, and the like, it is more preferable to use 1.5 to 4 moles.
【0023】ホルムアルデヒド共縮合反応はpH4〜1
2の範囲、いわゆる弱酸性領域から塩基性領域の通常の
方法で行う。pH4が未満では、縮合反応が急激に進行
しゲル化する場合がある等、反応が制御できないために
好ましくない。ホルムアルデヒドの添加順序は、予め反
応装置内に仕込んでおいても良いし、ホルマリンを滴下
して反応させても良い。The formaldehyde co-condensation reaction is carried out at pH 4-1.
In the range of 2, the so-called weakly acidic region to the basic region is usually used. When the pH is less than 4, the condensation reaction may rapidly progress and gelation may occur, which is not preferable because the reaction cannot be controlled. Regarding the order of addition of formaldehyde, the reaction may be carried out in advance by charging the reactor or by dropping formalin.
【0024】本発明におけるセメント混和剤を構成する
共縮合物の組成は重要である。すなわち、ポリオキシア
ルキレンジアミンへのグリシジルエーテル付加物
(A):ポリオキシアルキレンジアミンへのグリシジル
エーテル付加物(A)とホルムアルデヒド共縮合が可能
な単量体(B):スルホン基を生成する化合物(C):
ホルムアルデヒドのモル比率は、(0.005〜0.
5):1:(0.3〜4):(1〜6)であることが好
ましい。さらに好ましくは、(0.01〜0.35):
1:(0.5〜2):(1.5〜4)が好適である。The composition of the co-condensate that constitutes the cement admixture in the present invention is important. That is, glycidyl ether adduct to polyoxyalkylenediamine (A): glycidyl ether adduct to polyoxyalkylenediamine (A) and formaldehyde co-condensable monomer (B): compound that produces a sulfone group ( C):
The molar ratio of formaldehyde is (0.005 to 0.
5): 1: (0.3 to 4): (1 to 6) is preferable. More preferably, (0.01-0.35):
1: (0.5-2) :( 1.5-4) is preferable.
【0025】次に、本発明におけるセメント混和剤の具
体的な製造方法の例を以下に示すが、本発明はこれに限
定されるものではない。 具体例1 ポリオキシアルキレンジアミン類を撹拌機、温度計、還
流管、滴下漏斗のついた4つ口フラスコに仕込み、窒素
雰囲気下にて、20〜80℃でポリオキシアルキレンジ
アミン類と等モル量のグリシジルエーテル類を滴下漏斗
から、0.5〜2時間かけて滴下し、さらに50〜90
℃で1〜10時間反応をさせる。この操作により、一般
式(l)で表せられるポリオキシアルキレンジアミンへ
のグリシジルエーテル付加物(A)が得られる。Next, an example of a specific method for producing the cement admixture in the present invention will be shown below, but the present invention is not limited to this. Specific Example 1 Polyoxyalkylenediamines were placed in a four-necked flask equipped with a stirrer, a thermometer, a reflux tube, and a dropping funnel, and in a nitrogen atmosphere at 20 to 80 ° C., an equimolar amount to the polyoxyalkylenediamines. The glycidyl ethers of are added dropwise from the dropping funnel over 0.5 to 2 hours, and further 50 to 90
The reaction is carried out at a temperature of 1 to 10 hours. By this operation, the glycidyl ether adduct (A) to the polyoxyalkylenediamine represented by the general formula (1) can be obtained.
【0026】具体例2 一般式(ll)で表せられる化合物、ホルムアルデヒド
及び水を、撹拌機、温度計、還流管、滴下漏斗のついた
4つ口フラスコに仕込み、60〜90℃に昇温した後、
塩基性下で、0.5〜2時間反応させる。次に、一般式
(lll)で示される化合物を仕込み、さらに60〜9
0℃で0.5〜2時間反応させ、次に30〜50℃に冷
却し、一般式(lV)で示される化合物を滴下漏斗から
10〜2時間かけて滴下する。さらに50〜90℃で
0.5〜2時間反応後、一般式(l)及びスルホン基を
生成する化合物(C)を添加し、60〜90℃で0.5
〜3時間反応させる。さらには系内を弱酸性にして50
〜80℃で溶液の粘度が所定の値に到達するまで反応を
進める。溶液の粘度が所定の値に到達したら、中和して
反応を停止させる。反応を停止させる所定の粘度は、溶
液の不揮発分によって異なるが、不揮発分が35%のと
き、B型粘度計での測定値が10〜500cp/25℃
が好ましく、15〜300cp/25℃がさらに好まし
い。粘度がこの範囲以外の時、得られた共縮合物をセメ
ント組成物に添加しても、流動効果及びスランプロス抑
制効果が充分に発揮されない場合がある。Specific Example 2 The compound represented by the general formula (11), formaldehyde and water were charged into a four-necked flask equipped with a stirrer, a thermometer, a reflux tube and a dropping funnel, and the temperature was raised to 60 to 90 ° C. rear,
The reaction is carried out under basic condition for 0.5 to 2 hours. Next, the compound represented by the general formula (111) was charged, and the amount was further adjusted to 60 to 9
The mixture is reacted at 0 ° C for 0.5 to 2 hours, then cooled to 30 to 50 ° C, and the compound represented by the general formula (IV) is added dropwise from the dropping funnel over 10 to 2 hours. Further, after reacting at 50 to 90 ° C. for 0.5 to 2 hours, general formula (1) and a compound (C) which forms a sulfonic group are added, and 0.5 at 60 to 90 ° C.
Let react for ~ 3 hours. Furthermore, the system is made weakly acidic to 50
The reaction is allowed to proceed until the viscosity of the solution reaches a predetermined value at -80 ° C. When the viscosity of the solution reaches a predetermined value, it is neutralized to stop the reaction. The predetermined viscosity for stopping the reaction depends on the non-volatile content of the solution, but when the non-volatile content is 35%, the value measured by the B-type viscometer is 10 to 500 cp / 25 ° C.
Is preferable and 15-300 cp / 25 degreeC is more preferable. When the viscosity is out of this range, even if the obtained co-condensate is added to the cement composition, the flow effect and the slump loss suppressing effect may not be sufficiently exhibited.
【0027】また、一般式(l)で示される化合物の仕
込み時期は、系内の液性を弱酸性に変更した直後より前
の工程ならいつでもかまわない。すなわち、初期水の仕
込み時、一般式(lll)の添加前後、一般式(lV)
の滴下前後及び滴下中、スルホン基を生成する化合物
(C)の仕込み前後、系内の液性を弱酸性に変更する直
前または直後のいずれの工程で添加することができる。
また、冷却の目的で仕込み水を各工程に分割しても良い
し、各化合物の添加を分割添加することもできる。さら
には、各化合物の添加順序を変更してもよい。The compound represented by the general formula (1) may be charged at any time as long as it is a step prior to immediately after changing the liquid property in the system to weakly acidic. That is, when the initial water was charged, before and after the addition of the general formula (lll), the general formula (lv)
Can be added before or after the dropwise addition of the compound (C), before or after the addition of the compound (C) that generates a sulfone group, and immediately before or after the liquid property in the system is changed to weakly acidic.
Further, for the purpose of cooling, the charged water may be divided into the respective steps, or the addition of each compound may be divided and added. Furthermore, you may change the addition order of each compound.
【0028】具体例3 一般式(l)、一般式(ll)及び一般式(lll)で
表せられる化合物、ホルムアルデヒド、水、及びスルホ
ン基を生成する化合物(C)を、撹拌機、温度計、還流
管のついた4つ口フラスコに仕込み、塩基性下、60〜
90℃で0.5〜5時間反応させる。さらに系内を弱酸
性領域にして40〜80℃で0.5〜10時間反応させ
る。溶液の粘度が所定の値に到達したら、中和して反応
を停止させる。反応を停止させる所定の粘度は具体例2
と同じ。また、一般式(l)で示される化合物の仕込み
時期は、具体例2と同様に系内の液性を弱酸性に変更し
た直後より前の工程ならいつでもかまわない。Specific Example 3 A compound represented by the general formula (1), the general formula (11) and the general formula (111), formaldehyde, water, and a compound (C) which produces a sulfo group are mixed with a stirrer, a thermometer, A 4-necked flask equipped with a reflux tube was charged, and the mixture was heated to 60-
The reaction is carried out at 90 ° C for 0.5 to 5 hours. Furthermore, the inside of the system is set to a weakly acidic region and the reaction is performed at 40 to 80 ° C. for 0.5 to 10 hours. When the viscosity of the solution reaches a predetermined value, it is neutralized to stop the reaction. The specific viscosity for stopping the reaction is Specific Example 2
Same as. Further, as in the case of Example 2, the compound represented by the general formula (1) may be charged any time as long as it is before the step immediately after changing the liquid property in the system to weakly acidic.
【0029】本発明のセメント混和剤は、従来から知ら
れている他のAE減水剤、高性能減水剤、高性能AE減
水剤、との併用も可能である。すなわち、β−ナフタレ
ンスルホン酸ホルムアルデヒド高縮合物の塩、メラミン
スルホン酸ホルムアルデヒド縮合物の塩、アミノスルホ
ン酸縮合物の塩、リグニンスルホン酸塩、オキシカルボ
ン酸、ポリカルボン酸系減水剤、アルカリ加水分解型減
水剤、徐放型高性能減水剤等と併用することができる。The cement admixture of the present invention can be used in combination with other conventionally known AE water reducing agents, high performance water reducing agents, and high performance AE water reducing agents. That is, β-naphthalene sulfonic acid formaldehyde high condensate salt, melamine sulfonic acid formaldehyde condensate salt, amino sulfonic acid condensate salt, lignin sulfonic acid salt, oxycarboxylic acid, polycarboxylic acid type water reducing agent, alkali hydrolysis It can be used in combination with a type water reducing agent, a sustained release high performance water reducing agent, and the like.
【0030】本発明のセメント混和剤の使用方法に関し
ては、その他公知のセメント混和剤、例えば空気連行
剤、消泡剤、凝結促進剤、凝結遅延剤、防錆剤、防腐
剤、防水剤、強度促進剤等との併用も可能である。ま
た、その使用方法は、通常混練水中に混合してセメント
組成物に添加するが、セメント組成物の調製時に一度に
添加する方法または分割して添加する方法、練り混ぜ後
のセメント組成物に後添加する方法等、何れでも良い。
本発明に係るセメント混和剤は、配合やセメント組成物
の用途によって異なるが、セメントに対し固形分換算
で、通常0.01〜2.0重量%、好ましくは、0.0
5〜1.0重量%の割合で使用される。使用量が0.0
1重量%未満では、分散流動性が低下し、スランプロス
防止効果も低下する傾向を示す。また、2.0重量%を
超えると、材料分離を引き起こして均質な硬化体を得難
くなる傾向を示し、また経済的にも不利になり好ましく
ない。Regarding the method of using the cement admixture of the present invention, other known cement admixtures such as air entraining agent, defoaming agent, setting accelerator, setting retarder, rust preventive, antiseptic, waterproofing agent, strength It is also possible to use it together with a promoter or the like. In addition, the method of use is usually mixed in kneading water and added to the cement composition.However, the method of adding the cement composition at once or adding it separately at the time of preparing the cement composition, the method of adding the cement composition after kneading, Any method such as the method of adding may be used.
The cement admixture according to the present invention varies depending on the composition and use of the cement composition, but is usually 0.01 to 2.0% by weight, preferably 0.0 to 2.0% by weight in terms of solid content with respect to the cement.
It is used in a proportion of 5 to 1.0% by weight. Usage is 0.0
If it is less than 1% by weight, the dispersion fluidity tends to decrease and the slump loss preventing effect tends to decrease. On the other hand, if it exceeds 2.0% by weight, it tends to cause material separation, making it difficult to obtain a homogeneous cured product, and is economically disadvantageous.
【0031】本発明に係わるセメント混和剤は、各種ポ
ルトランドセメント、フライアッシュセメント、高炉セ
メント、シリカセメント、各種混合セメント等を用いて
調製されるコンクリートやモルタルに適用することがで
きる。The cement admixture according to the present invention can be applied to concrete and mortar prepared by using various Portland cement, fly ash cement, blast furnace cement, silica cement, various mixed cements and the like.
【0032】本発明のセメント混和剤が、凝結遅延を示
さずに、優れた流動効果とスランプロス抑制効果及び材
料分離抵抗性を示す理由は明かではないが、次のように
推測される。すなわち、本発明のセメント混和剤は従来
の高性能減水剤と同様に分子中にスルホン基を有してい
るため、その電気的反発力によってセメント粒子の分散
性を高める。また、本発明のセメント混和剤はセメント
粒子に吸着した際に、分子内に有するポリオキシアルキ
レン基がセメント粒子の外側に伸びると考えられる。こ
の外側に伸びたポリオキシアルキレン基のまわりに水和
層が形成され、これに伴う立体障害効果によってセメン
ト粒子の分散性を長時間保持し、スランプロスを抑制す
ると思われる。さらには、従来の徐放型高性能減水剤、
ポリカルボン酸系減水剤、アルカリ加水分解型減水剤の
ように、分子内にCaイオンとキレート能の高いカルボ
キシル基を有しない為に、凝結遅延性を示さないと予想
される。それゆえ、本発明のセメント混和剤は優れた分
散性能、スランプロス抑制効果ならびに材料分離抵抗性
を併せもっている。The reason why the cement admixture of the present invention exhibits excellent flow effect, slump loss suppressing effect, and material separation resistance without showing retardation of setting is not clear, but it is presumed as follows. That is, since the cement admixture of the present invention has a sulfone group in the molecule similarly to the conventional high-performance water reducing agent, the dispersibility of the cement particles is enhanced by its electric repulsion. Further, when the cement admixture of the present invention is adsorbed on the cement particles, it is considered that the polyoxyalkylene group in the molecule extends to the outside of the cement particles. It is considered that a hydration layer is formed around the polyoxyalkylene group extending to the outside, and the steric hindrance effect associated therewith holds the dispersibility of the cement particles for a long time and suppresses slump loss. Furthermore, the conventional sustained-release high-performance water reducing agent,
Unlike polycarboxylic acid type water reducing agents and alkaline hydrolysis type water reducing agents, since they do not have a carboxyl group having a high chelating ability with Ca ions in the molecule, they are not expected to show a setting retarding property. Therefore, the cement admixture of the present invention has excellent dispersion performance, slump loss suppressing effect, and material separation resistance.
【0033】本発明のセメント混和剤について、以下の
実施例にてさらに詳しく説明するが、本発明はこれに限
定されるものではない。また、以下に数値の単位として
記載する%または部は、特に記載がなければ、全て重量
%または重量部である。The cement admixture of the present invention will be described in more detail in the following examples, but the present invention is not limited thereto. In addition, all percentages or parts described below as units of numerical values are% by weight or parts by weight unless otherwise specified.
【0034】[0034]
【実施例】ポリオキシアルキレンジアミンへのグリシジ
ルエーテル付加物(A)の合成表1に、本発明において
用いたポリオキシアルキレンジアミン類の物性値を記載
する。代表的なポリオキシアルキレンジアミンとして、
サンテクノケミカル(株)製のJEFFAMINE D
シリーズ、EDシリーズ、及び日本油脂(株)製のPE
G−1000 ジアミン、及び川研ファインケミカル
(株)製のPEOアミン #6000を用いた。以下に
これらの化合物を記述する場合には、JEFFAMIN
E Dシリーズ、EDシリーズをそれぞれ単にD−23
0、D−400、D−2000、D−4000、ED−
600、ED−900、ED−2001と記述し、日本
油脂(株)製のものは単にPEG−1000、川研ファ
インケミカル(株)製のものは単にPEOアミンと記述
する。EXAMPLES Synthesis of Glycidyl Ether Addition Product (A) to Polyoxyalkylenediamine Table 1 shows the physical property values of the polyoxyalkylenediamines used in the present invention. As a typical polyoxyalkylene diamine,
JEFFAMINE D manufactured by San Techno Chemical Co., Ltd.
Series, ED series, and PE manufactured by NOF CORPORATION
G-1000 diamine and PEO amine # 6000 manufactured by Kawaken Fine Chemicals Co., Ltd. were used. When describing these compounds below, JEFFAMIN
ED series and ED series are simply D-23
0, D-400, D-2000, D-4000, ED-
600, ED-900, ED-2001, those produced by NOF CORPORATION are simply described as PEG-1000, and those produced by Kawaken Fine Chemical Co., Ltd. are simply described as PEO amine.
【0035】[0035]
【表1】 ※1 PO/EOとは、分子中に含まれるプロピレン
オキサイトとエチレンオキサイトの比率 ※2 分子量は、モル重量平均分子量[Table 1] * 1 PO / EO is the ratio of propylene oxide and ethylene oxide contained in the molecule. * 2 Molecular weight is the molar weight average molecular weight.
【0036】合成例1 撹拌機、温度計、還流管、滴下漏斗のついた4つ口フラ
スコにPEG−1000を0.1モル(100部)仕込
み、窒素雰囲気下において撹拌混合した。これを70℃
まで昇温し、滴下漏斗からブチルグリシジルエーテル
0.1モル(13.2部)を20分かけて滴下した。こ
のものをさらに3時間反応させた後、冷却し、合成物を
得た。これを付加物1とした。Synthesis Example 1 0.1 mol (100 parts) of PEG-1000 was charged into a four-necked flask equipped with a stirrer, a thermometer, a reflux tube, and a dropping funnel, and mixed under stirring in a nitrogen atmosphere. 70 ℃
The temperature was raised to, and 0.1 mol (13.2 parts) of butyl glycidyl ether was added dropwise from the dropping funnel over 20 minutes. This was reacted for a further 3 hours and then cooled to obtain a synthetic product. This was designated as adduct 1.
【0037】合成例2〜13 表2に示すような組み合わせに変更し、合成例1と同様
な操作を行い、付加物2〜13を得た。Synthetic Examples 2 to 13 The same operations as in Synthetic Example 1 were carried out by changing the combinations shown in Table 2 to obtain adducts 2 to 13.
【0038】[0038]
【表2】 [Table 2]
【0039】製造例1 メラミン0.67モル(84.4部)、37%ホルマリ
ン3.0モル(244.5部)、水200.0部を撹拌
機、温度計、還流管、滴下漏斗のついた4つ口フラスコ
に仕込み、撹拌混合した。これを65℃まで昇温した後
に25%水酸化ナトリウム水溶液でpH11.5とし、
65℃で1時間反応させた。これに尿素0.2モル(1
2.1部)を添加し、70℃でさらに1時間反応させ
た。次に水190.4部を投入すると同時に45℃まで
冷却した後、フェノール0.13モル(12.6部)を
滴下漏斗を用いて30分かけて投入した。投入終了後、
60℃で1時間反応させた。続いて、合成例1で得られ
た付加物1を0.03モル(37.8部)、無水重亜硫
酸ナトリウム0.53モル(55.7部)を投入し、8
0℃で1時間反応させた。60℃まで冷却した後、40
%硫酸でpH6.0にし、65℃に昇温して反応させ、
反応溶液の粘度が50cp/25℃になった時点で、2
5%水酸化ナトリウム水溶液で中和して反応を停止さ
せ、得られた生成物を共縮合物1とした。この組成及び
物性値を表3に示す。Production Example 1 Melamine 0.67 mol (84.4 parts), 37% formalin 3.0 mol (244.5 parts) and water 200.0 parts were added to a stirrer, a thermometer, a reflux tube and a dropping funnel. The mixture was placed in a four-necked flask which had been prepared, and mixed with stirring. After the temperature was raised to 65 ° C., the pH was adjusted to 11.5 with a 25% aqueous sodium hydroxide solution.
The reaction was performed at 65 ° C. for 1 hour. Add 0.2 mole of urea (1
2.1 parts) was added, and the mixture was reacted at 70 ° C. for 1 hour. Next, 190.4 parts of water was added, and at the same time, the mixture was cooled to 45 ° C., and 0.13 mol (12.6 parts) of phenol was added over 30 minutes using a dropping funnel. After charging
The reaction was carried out at 60 ° C for 1 hour. Subsequently, 0.03 mol (37.8 parts) of the adduct 1 obtained in Synthesis Example 1 and 0.53 mol (55.7 parts) of anhydrous sodium bisulfite were added, and 8
The reaction was performed at 0 ° C. for 1 hour. After cooling to 60 ° C, 40
% Sulfuric acid to pH 6.0, raise the temperature to 65 ° C., and react.
When the viscosity of the reaction solution reaches 50 cp / 25 ° C, 2
The reaction was stopped by neutralizing with a 5% aqueous sodium hydroxide solution, and the obtained product was designated as cocondensate 1. The composition and physical property values are shown in Table 3.
【0040】製造例2 水628.2部、37%ホルマリン3.1モル(25
3.4部)を撹拌機、温度計、還流管のついた4つ口フ
ラスコに仕込み、撹拌混合した。このフラスコ中にメラ
ミン0.63モル(78.8部)、尿素0.38モル
(22.5部)、ピロ亜硫酸ナトリウム0.5モル(9
5.0部)、合成例2で得られた付加物2を0.13モ
ル(134.2部)撹拌下で添加した。このものを75
℃まで昇温し、透明液体となったことを確認した後に、
25%水酸化ナトリウム水溶液でpH11とし、75℃
で2時間反応させた。フリーの亜硫酸イオンが消失した
ことを確認した後に、60℃まで冷却した。次に40%
硫酸でpH6.0にし、60℃で反応を進め、反応溶液
の粘度が50cp/25℃になった時点で、25%水酸
化ナトリウム水溶液で中和して反応を停止させ、得られ
た生成物を共縮合物2とした。この組成及び物性値を表
3に示す。Production Example 2 628.2 parts of water, 3.1 mol of 37% formalin (25 mol)
(3.4 parts) was placed in a four-necked flask equipped with a stirrer, a thermometer, and a reflux tube, and mixed with stirring. In this flask, 0.63 mol of melamine (78.8 parts), 0.38 mol of urea (22.5 parts), 0.5 mol of sodium pyrosulfite (9 parts)
5.0 parts) and the adduct 2 obtained in Synthesis Example 2 were added under stirring with 0.13 mol (134.2 parts). This one 75
After confirming that the temperature rises to ℃ and it becomes a transparent liquid,
Adjust the pH to 11 with a 25% aqueous sodium hydroxide solution, then 75 ° C
For 2 hours. After confirming that free sulfite ions had disappeared, the mixture was cooled to 60 ° C. Then 40%
The pH of the reaction mixture was adjusted to 6.0 with sulfuric acid, the reaction was allowed to proceed at 60 ° C, and when the viscosity of the reaction solution reached 50 cp / 25 ° C, the reaction was stopped by neutralizing with 25% aqueous sodium hydroxide solution. Was designated as Cocondensate 2. The composition and physical property values are shown in Table 3.
【0041】製造例3 水457.7部、37%ホルマリン2.8モル(22
5.9部)を撹拌機、温度計、還流管のついた4つ口フ
ラスコに仕込み、撹拌混合した。このフラスコ中にメラ
ミン1.0モル(125.4部)、合成例3で得られた
付加物3を0.1モル(108.3部)撹拌下で添加す
る。このものを70℃まで昇温し、透明液体となったこ
とを確認した後に、25%水酸化ナトリウム水溶液でp
H11とし、70℃で1時間反応させた。次に55℃ま
で冷却し、無水重亜硫酸ナトリウム0.8(82.8
部)を添加した。無水重亜硫酸ナトリウムの添加により
内温は上昇するが、さらに80℃まで昇温した。80℃
で反応を続行し、フリーの亜硫酸イオンが消失したこと
を確認した後に、60℃まで冷却した。次に40%硫酸
でpH6.0にし、60℃で反応を進め、反応溶液の粘
度が140cp/25℃になった時点で、25%水酸化
ナトリウム水溶液で中和して反応を停止させ、得られた
生成物を共縮合物3とした。この組成及び物性値を表3
に示す。Production Example 3 457.7 parts of water, 2.8 mol of 37% formalin (22
(5.9 parts) was charged into a four-necked flask equipped with a stirrer, a thermometer, and a reflux tube, and mixed by stirring. To this flask, 1.0 mol (125.4 parts) of melamine and 0.1 mol (108.3 parts) of the adduct 3 obtained in Synthesis Example 3 are added under stirring. This was heated to 70 ° C., and after confirming that a transparent liquid was obtained, p was added with a 25% aqueous sodium hydroxide solution.
H11 and reacted at 70 ° C. for 1 hour. Then cool to 55 ° C. and add anhydrous sodium bisulfite 0.8 (82.8).
Parts). Although the internal temperature increased by the addition of anhydrous sodium bisulfite, the temperature was further increased to 80 ° C. 80 ℃
The reaction was continued with, and after it was confirmed that free sulfite ion had disappeared, the mixture was cooled to 60 ° C. Next, the pH was adjusted to 6.0 with 40% sulfuric acid, the reaction was allowed to proceed at 60 ° C., and when the viscosity of the reaction solution reached 140 cp / 25 ° C., the reaction was terminated by neutralization with a 25% aqueous sodium hydroxide solution to obtain The obtained product was designated as cocondensate 3. The composition and physical property values are shown in Table 3.
Shown in
【0042】製造例4〜6 製造例1と同様の方法で、合成例4〜6で得られた付加
物4〜6を用い、表3に示すように化合物の組成を変え
て、縮合を試みた。その結果、共縮合物4〜6を得た。Production Examples 4 to 6 In the same manner as in Production Example 1, using the adducts 4 to 6 obtained in Synthesis Examples 4 to 6 and varying the composition of the compound as shown in Table 3, condensation was tried. It was As a result, cocondensates 4 to 6 were obtained.
【0043】製造例7〜9 製造例2と同様の方法で、合成例7〜9で得られた付加
物7〜9を用い、表3に示すように化合物の組成を変え
て、縮合を試みた。その結果、共縮合物7〜9を得た。Production Examples 7 to 9 In the same manner as in Production Example 2, using the adducts 7 to 9 obtained in Synthesis Examples 7 to 9 and varying the composition of the compound as shown in Table 3, condensation was tried. It was As a result, cocondensates 7 to 9 were obtained.
【0044】製造例10〜13 製造例3と同様の方法で、合成例10〜13で得られた
付加物10〜13を用い、表3に示すように化合物の組
成を変えて、縮合を試みた。その結果、共縮合物10〜
13を得た。Preparative Examples 10 to 13 In the same manner as in Preparative Example 3, using the adducts 10 to 13 obtained in Synthetic Examples 10 to 13 and varying the composition of the compound as shown in Table 3, condensation was tried. It was As a result, the cocondensate 10-
13 was obtained.
【0045】製造例14 一般式(l)で表せられる化合物を用いなかった他は、
製造例1と同様の方法で、表3に示すように化合物の組
成を変えて、縮合を試みた。その結果、共縮合物14を
得た。Production Example 14 Except that the compound represented by the general formula (1) was not used,
Condensation was tried by changing the composition of the compound as shown in Table 3 in the same manner as in Production Example 1. As a result, a cocondensate 14 was obtained.
【0046】製造例15〜16 合成例1で得られた付加物1を用い、製造例1と同様の
方法で、表3に示すように化合物の組成を変えて、縮合
を試みた。その結果、共縮合物15〜16を得た。Production Examples 15 to 16 Using the adduct 1 obtained in Synthesis Example 1, the composition of the compound was changed as shown in Table 3 in the same manner as in Production Example 1 to attempt condensation. As a result, cocondensates 15 to 16 were obtained.
【0047】[0047]
【表3】 [Table 3]
【0048】実施例1 50リットルの強制2軸型コンクリートミキサーを用
い、表4に示す配合に基づき、40リットルの練り上が
り量となるようにセメント、粗骨材、製造例1により得
られた共縮合物1と水を投入し、90秒間練り混ぜを行
い、さらに粗骨材を投入し、3分間混練した。スランプ
18cm、空気量3%の流動化コンクリートを調製し
た。目標の空気量にする為、連行空気量が不足した場合
は山宗化学(株)社製空気連行剤ヴィンソルを使用し、
空気量が入りすぎた場合は消泡剤としてホクコン産業
(株)社のデレクライト850を用いて調整した。練り
上がり後、30分毎に90分後までスランプ、スランプ
フローの経時変化を測定した。また、圧縮強度はφ10
cm×高さ20cmの円柱型供試体を作製し、1日、7
日、28日で測定した。また、材料分離抵抗性に関して
は、スランプフロー測定時に骨材の移動の度合いを目視
で観察し、◎、○、△、×の相対評価を行った。尚、ス
ランプ、空気量、凝結時間及び圧縮強度の測定方法、並
びに圧縮強度用供試体の作製方法はすべて日本工業規格
(JIS−A6204)に準拠して行った。結果を表5
に示す。Example 1 Using a 50-liter forced twin-screw concrete mixer, based on the composition shown in Table 4, cement, coarse aggregate, and the mixture obtained in Production Example 1 were used so that the kneaded amount was 40 liters. The condensate 1 and water were added, and the mixture was kneaded for 90 seconds, and further coarse aggregate was added and kneaded for 3 minutes. A fluidized concrete having a slump of 18 cm and an air content of 3% was prepared. In order to reach the target air volume, if the entrained air volume is insufficient, use the air entrainer Vinsol manufactured by Yamamune Chemical Co., Ltd.
When the amount of air was excessive, it was adjusted using Dereklite 850 manufactured by Hokucon Sangyo Co., Ltd. as an antifoaming agent. After kneading, slump and slump flow with time were measured every 30 minutes until 90 minutes later. The compressive strength is φ10
Cylinder type test piece of 20 cm in height and 20 cm in height was prepared, and 7 days a day
The measurement was performed on the 28th day. Regarding the material separation resistance, the degree of movement of the aggregate during slump flow measurement was visually observed, and relative evaluations of ◎, 、, Δ, and × were made. In addition, the method of measuring the slump, the amount of air, the setting time and the compressive strength, and the method of preparing the specimen for compressive strength were all based on Japanese Industrial Standards (JIS-A6204). Table 5 shows the results
Shown in
【0049】[0049]
【表4】 W/C:水/セメント(重量%) s/a:細骨材/細骨材+粗骨材(容積%) C:セメント W:水 S:細骨材 G:粗骨材[Table 4] W / C: Water / cement (wt%) s / a: Fine aggregate / fine aggregate + coarse aggregate (volume%) C: Cement W: Water S: Fine aggregate G: Coarse aggregate
【0050】 コンクリート混練用材料 セメント:三種混合普通ポルトランドセメント(三菱マテリアル(株)、秩父 小野田(株)、(株)トクヤマ) 比重=3.16 細骨材:広島県加茂郡河内町入野産風化花崗岩系山砂 比重=2.57 粗骨材:山口県下関市大字石原字壁石産硬質砂岩砕石 砕石5号:砕石6号=1:1 比重=2.69Material for concrete kneading Cement: Three kinds of ordinary Portland cement (Mitsubishi Materials Corp., Chichibu Onoda Co., Ltd., Tokuyama Corp.) Specific gravity = 3.16 Fine aggregate: Irino produced by Kawachi-cho, Kamo-gun, Hiroshima Prefecture Granite mountain sand Specific gravity = 2.57 Coarse aggregate: Hard sandstone crushed stone from Masuishi, Shimonoseki City, Yamaguchi Prefecture, Ishihara character Crushed stone 5: Crushed stone 6 = 1: 1 Specific gravity = 2.69
【0051】実施例2〜13 縮合物2〜13を用いた以外は、実施例1と同様の操作
を行った。結果を表5に示す。Examples 2 to 13 The same operations as in Example 1 were carried out except that the condensates 2 to 13 were used. Table 5 shows the results.
【0052】比較例1〜3 縮合物14〜16を用いた以外は、実施例1と同様の操
作を行った。結果を表5に示す。Comparative Examples 1 to 3 The same operations as in Example 1 were performed except that the condensates 14 to 16 were used. Table 5 shows the results.
【0053】比較例4〜8 比較対照用の減水剤として、市販の高性能減水剤である
メルフロー40(三井東圧化学(株):メラミン系)、
マイティー150(花王(株):ナフタレン系)、パリ
ックFP200U(藤沢薬品工業(株):アミノスルホ
ン酸系)、高性能AE減水剤である徐放型のマイティー
2000WH(花王(株):ナフタレン系+活性持続物
質)、チューポールHP−8(竹本油脂(株):ポリカ
ルボン酸系)を用いて、実施例1と同様の操作を行っ
た。結果を表5に示す。Comparative Examples 4 to 8 As a water-reducing agent for comparison, a commercially available high-performance water-reducing agent, Melflow 40 (Mitsui Toatsu Chemicals, Inc .: melamine type),
Mighty 150 (Kao Corporation: naphthalene type), Palic FP200U (Fujisawa Pharmaceutical Co., Ltd .: aminosulfonic acid type), sustained release type Mighty 2000WH which is a high performance AE water reducing agent (Kao Corporation: naphthalene type + The same operation as in Example 1 was performed using Tupole HP-8 (Takemoto Oil & Fats Co., Ltd .: polycarboxylic acid system). Table 5 shows the results.
【0054】[0054]
【表5】 [Table 5]
【0055】[0055]
【発明の効果】実施例及び比較例から明らかであるよう
に、本発明によって得られるセメント混和剤は、既存の
セメント減水剤に比較して、低添加量で高い流動効果を
示し、フローの残存率が高く、且つ1日強度が優れると
いう特性を有する。すなわち、モルタル、コンクリート
などのセメント組成物に対して、硬化遅延をもたらすこ
となく、高い初期流動性と優れたスランプ保持性を有す
る。更には、材料分離抵抗性にも優れる。それ故、本発
明によって得られるセメント混和剤を土木や建築関係の
工事等に使用した場合に、作業性を著しく改善すること
ができる。As is clear from the examples and comparative examples, the cement admixture obtained according to the present invention shows a high flow effect at a low addition amount and a residual flow as compared with the existing cement water reducing agent. It has the characteristics of high rate and excellent daily strength. That is, it has a high initial fluidity and an excellent slump retention property for a cement composition such as mortar and concrete without causing a hardening delay. Furthermore, the material separation resistance is also excellent. Therefore, when the cement admixture obtained by the present invention is used for civil engineering and construction-related works, workability can be significantly improved.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 富田 嘉彦 山口県下関市彦島迫町七丁目1番1号 三 井東圧化学株式会社内 ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Yoshihiko Tomita 7-1-1, Hikoshimasako-cho, Shimonoseki-shi, Yamaguchi Pref.
Claims (7)
リシジルエーテル付加物(A)と、ポリオキシアルキレ
ンジアミンへのグリシジルエーテル付加物(A)とホル
ムアルデヒド共縮合が可能な単量体(B)とスルホン基
を生成する化合物(C)及びホルムアルデヒドを含む共
縮合体からなるセメント混和剤。1. A glycidyl ether adduct (A) to polyoxyalkylene diamine, a glycidyl ether adduct (A) to polyoxyalkylene diamine, a monomer (B) capable of formaldehyde co-condensation, and a sulfone group. A cement admixture comprising a co-condensate containing the resulting compound (C) and formaldehyde.
リシジルエーテル付加物(A)が下記の一般式(l)で
表される請求項1記載のセメント混和剤。 一般式(l) ここで、R1 :炭素数1〜5のアルキル基 R2 :H、炭素数1〜10のアルキル基、フェニル基 AO、BO:炭素数2〜5のオキシアルキレン基 AO、BOは、ブロック及び/またはランダム m、n:0〜100の整数。但し、100≧m+n≧42. The cement admixture according to claim 1, wherein the glycidyl ether adduct (A) to polyoxyalkylenediamine is represented by the following general formula (1). General formula (l) Here, R 1 : an alkyl group having 1 to 5 carbon atoms R 2 : H, an alkyl group having 1 to 10 carbon atoms, a phenyl group AO, BO: an oxyalkylene group having 2 to 5 carbon atoms AO and BO are a block and / Or random m, n: an integer of 0 to 100. However, 100 ≧ m + n ≧ 4
リシジルエーテル付加物(A)とホルムアルデヒド共縮
合が可能な単量体(B)が、メラミンまたはその誘導
体、フェノールまたはその誘導体、及び尿素またはその
誘導体からなる群から選ばれた一種または二種以上の化
合物である請求項1記載のセメント混和剤。3. A glycidyl ether adduct (A) to polyoxyalkylenediamine and a monomer (B) capable of formaldehyde co-condensation are composed of melamine or its derivative, phenol or its derivative, and urea or its derivative. The cement admixture according to claim 1, which is one kind or two or more kinds of compounds selected from the group.
が、亜硫酸ナトリウム、重亜硫酸ナトリウム、ピロ亜硫
酸ナトリウム、発煙硫酸、二酸化硫黄等からなる群から
選ばれる一種及び二種以上の化合物からなる請求項1記
載のセメント混和剤。4. A compound (C) which forms a sulfone group
2. The cement admixture according to claim 1, wherein the cement admixture comprises one or more compounds selected from the group consisting of sodium sulfite, sodium bisulfite, sodium pyrosulfite, fuming sulfuric acid, and sulfur dioxide.
一般式(ll)で表される請求項3記載のセメント混和
剤。 一般式(ll) 5. The cement admixture according to claim 3, wherein melamine or a derivative thereof is represented by the following general formula (11). General formula (11)
の一般式(lll)で表される請求項3記載のセメント
混和剤。 一般式(lll) 6. The cement admixture according to claim 3, wherein the phenol or its derivative is represented by the following general formula (111). General formula (Ill)
式(lV)で表される請求項3記載のセメント混和剤。 一般式(lV) 7. The cement admixture according to claim 3, wherein urea or a derivative thereof is represented by the following general formula (IV). General formula (LV)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29235095A JPH09132443A (en) | 1995-11-10 | 1995-11-10 | Cement admixture |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29235095A JPH09132443A (en) | 1995-11-10 | 1995-11-10 | Cement admixture |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH09132443A true JPH09132443A (en) | 1997-05-20 |
Family
ID=17780668
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29235095A Pending JPH09132443A (en) | 1995-11-10 | 1995-11-10 | Cement admixture |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH09132443A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112608433A (en) * | 2020-11-26 | 2021-04-06 | 科之杰新材料集团有限公司 | Water reducing agent and preparation method and application thereof |
-
1995
- 1995-11-10 JP JP29235095A patent/JPH09132443A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112608433A (en) * | 2020-11-26 | 2021-04-06 | 科之杰新材料集团有限公司 | Water reducing agent and preparation method and application thereof |
CN112608433B (en) * | 2020-11-26 | 2023-04-11 | 科之杰新材料集团有限公司 | Water reducing agent and preparation method and application thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1603846B1 (en) | Strength improvement admixture | |
US7304104B2 (en) | Cement admixture, cement composition and method for laying work the same, and method for producing cement hardened product | |
RU2613372C2 (en) | Hydraulic composition | |
JP4968500B2 (en) | Strength improver for cement, aqueous solution of polycarboxylic acid copolymer for cement admixture, and cement composition | |
JP4883757B2 (en) | AE concrete manufacturing method and AE concrete | |
JP4877691B2 (en) | Method of constructing cement admixture and cement composition | |
JP2003073158A (en) | Method of manufacturing hardened cement | |
JPH10158045A (en) | Cement admixture | |
JPH09132443A (en) | Cement admixture | |
JPH09165247A (en) | Cement admixture | |
JP2003212622A (en) | Cement admixture and method for applying cement composition | |
JP7039280B2 (en) | SCM miscible material high content admixture for concrete, and admixture-containing composition and cement composition containing this | |
JPH10291846A (en) | Cement mixing agent | |
JP2000327387A (en) | Cement admixture | |
JPH1036156A (en) | Cement admixture | |
JPH09110493A (en) | Admixture for cement | |
JPH10291847A (en) | Cement mixing agent | |
JP7039279B2 (en) | Admixtures for long-distance transport, and cement compositions | |
US7662882B2 (en) | Defoaming agent for cementitious compositions | |
JP4421194B2 (en) | Admixture for hydraulic composition | |
JPH1081550A (en) | Cement admixture | |
JPH10167789A (en) | Cement admixing agent | |
JPH10324552A (en) | Cement admixture | |
JP6362531B2 (en) | Hydraulic composition | |
JPH11147742A (en) | Cement admixture |